EP4087984A1 - Système et procédé pour ériger des parois, des plafonds et/ou des toits de bâtiment - Google Patents

Système et procédé pour ériger des parois, des plafonds et/ou des toits de bâtiment

Info

Publication number
EP4087984A1
EP4087984A1 EP20833707.1A EP20833707A EP4087984A1 EP 4087984 A1 EP4087984 A1 EP 4087984A1 EP 20833707 A EP20833707 A EP 20833707A EP 4087984 A1 EP4087984 A1 EP 4087984A1
Authority
EP
European Patent Office
Prior art keywords
plates
another
component
components
plate
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Granted
Application number
EP20833707.1A
Other languages
German (de)
English (en)
Other versions
EP4087984C0 (fr
EP4087984B1 (fr
Inventor
Claudiu-Daniel Surducan
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Individual
Original Assignee
Individual
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Individual filed Critical Individual
Publication of EP4087984A1 publication Critical patent/EP4087984A1/fr
Application granted granted Critical
Publication of EP4087984C0 publication Critical patent/EP4087984C0/fr
Publication of EP4087984B1 publication Critical patent/EP4087984B1/fr
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
    • E04B1/10—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of wood
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
    • E04B2/70—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood
    • E04B2/701—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function
    • E04B2/703—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of wood with integrated supporting and obturation function with longitudinal vertical elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
    • E04B5/12—Load-carrying floor structures formed substantially of prefabricated units with wooden beams
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2/36—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by transversely-placed strip material, e.g. honeycomb panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/38—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure with attached ribs, flanges, or the like, e.g. framed panels
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/46—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose specially adapted for making walls
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/44—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the purpose
    • E04C2/50—Self-supporting slabs specially adapted for making floors ceilings, or roofs, e.g. able to be loaded
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00—Structural elongated elements designed for load-supporting
    • E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
    • E04C3/12—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members
    • E04C3/127—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of wood, e.g. with reinforcements, with tensioning members with hollow cross section
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
    • E04B1/38—Connections for building structures in general
    • E04B1/61—Connections for building structures in general of slab-shaped building elements with each other
    • E04B1/6108—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together
    • E04B1/612—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces
    • E04B1/6179—Connections for building structures in general of slab-shaped building elements with each other the frontal surfaces of the slabs connected together by means between frontal surfaces with protrusions and recesses on each frontal surface
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/0206—Non-undercut connections, e.g. tongue and groove connections of rectangular shape
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
    • E04B2002/0202—Details of connections
    • E04B2002/0204—Non-undercut connections, e.g. tongue and groove connections
    • E04B2002/023—Non-undercut connections, e.g. tongue and groove connections with rabbets, e.g. stepped
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C2/00—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels
    • E04C2/30—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure
    • E04C2/34—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts
    • E04C2002/3488—Building elements of relatively thin form for the construction of parts of buildings, e.g. sheet materials, slabs, or panels characterised by the shape or structure composed of two or more spaced sheet-like parts spaced apart by frame like structures

Definitions

  • the present invention relates to a system and a method for erecting building walls, ceilings and / or roofs.
  • block construction One example that has been known for a long time is the so-called block construction.
  • building elements in the form of solid wooden blocks are prefabricated to measure in the factory, with which walls, ceilings and / or roof structures can be erected comparatively quickly on the construction site.
  • the present invention creates a system for erecting building walls, ceilings and / or roofs, comprising a large number of identical structural elements, each of which has at least two elongated, essentially rectangular, uniform width panels, the outer panel main surfaces of which extend parallel to one another and form outer surfaces of the component, and have spacer bars which connect the panels to one another, each panel longitudinal edge being provided with a recess that forms a gradation and extends over the entire length of the panel longitudinal edge for releasable positive fastening of the component to adjacent components is, wherein the recesses are formed complementary to each other, have a constant cross section in the longitudinal direction of the plate and have a recess depth that increases in the inward direction starting from the longitudinal edge of the plate, which extends along a first construction element longitudinal side extending recesses facing each other and the recesses extending along the opposite second component longitudinal side pointing away from each other, and wherein the plates are arranged offset to one another in the direction of their plate width.
  • a significant advantage of the system according to the invention is that the components, which in the simplest case have exactly two plates connected to one another via spacing webs, have a comparatively low weight, which is why they can be produced inexpensively and on the construction site without the use of a crane Have one or two people handle it. Nevertheless, the components have a very high strength and flexural strength, so that they can also be used as load-bearing construction elements. Yet another advantage of the compo elements of the system according to the invention is that they can be quickly and easily attached to each other due to the design of their plate longitudinal edges, creating a detachable and form-fitting connection without the need for additional fasteners, such as screws or similar. This leads to significant time and cost savings during assembly on the construction site.
  • the recess depth increases continuously, which facilitates the manufacture of the components.
  • the base of each recess preferably forms an angle in the range from 4 ° to 12 ° with the outer main surface of the plate, in particular an angle in the range from 7 ° to 10 °. In this way, a simple assembly is guaranteed with a very good form fit between the components.
  • the respective width of the recesses advantageously corresponds to the offset which the plates have in the direction of their plate width.
  • the longitudinal edges of the panels of adjacent components can thus be connected to one another very easily within the framework of a relative pivoting movement of the components to be fastened to one another.
  • the spacer webs of a component are connected to the plates using slot wedges, whereby a very high stability is achieved.
  • the plates of a component are advantageously connected to one another using expanding pins. Thanks to such expanding pins, an even better stability of the components is achieved.
  • the plates and / or the spacer webs and / or the groove wedges and / or the expanding pins advantageously have wood, the plates and / or the spacer webs being made in particular from chipboard. Accordingly, components are provided that are made from renewable resources and can also be easily recycled.
  • the edges of at least some gradations are provided with a sealing tape, so that when two components are connected, a seal is also automatically made along the longitudinal edges of the panels facing each other.
  • the plates have a length of at least 2,200 mm and / or a width in the range from 200 mm to 400 mm.
  • the length of at least 2,200 mm is an advantage in that building walls can be easily created using building elements that are lined up on edge.
  • a width in the range from 200 mm to 400 mm ensures that the dead weight of the components is sufficiently low that the components can be handled by one or two people on the construction site.
  • the components preferably have a depth in the range from 100 mm to 350 mm.
  • the length of the plates of a component is different, the difference in length preferably being in the range from 100 mm to 350 mm. If a wall is built from such compo elements, for example, the longer plates can serve as an outer stop for a ceiling structure placed on the wall
  • the system preferably has base strips, the dimensions of which are selected in such a way that the components with their short end faces can be placed on them in a form-fitting manner. Thanks to such baseboards, the components can be quickly and easily positioned on the ground when erecting a building wall.
  • the system advantageously has cover elements for covering the longitudinal edges of a component, each cover element having three U-shaped panels, the free longitudinal edges of which are arranged and designed complementary to the longitudinal edges of the components in such a way that the cover element can be detachably connected to a component can.
  • cover elements serve, for example, as panels for walls that end freely in the room.
  • the system for forming room corners has corner elements, each corner element having four plates, two of which are arranged in an L-shape and the L-shaped arrangements are connected to one another using spacer bars, and the free ones Longitudinal panel edges arranged and designed in such a way complementary to the longitudinal panel edges of the building elements. forms are that two components can be releasably connected to a corner element.
  • the system according to the invention can have a plurality of groups of identical components, the components of each group differing from one another, for example with regard to the dimensions of the plates and / or connecting webs.
  • the system can have components whose dimensions are specifically selected for the erection of walls, those whose dimensions are specifically selected for the erection of ceilings, etc.
  • the present invention creates a method for erecting building walls, ceilings and / or roofs using a system according to the invention in which mutually facing plate longitudinal edges of adjacent compo elements are positively connected to one another without additional fasteners.
  • Intermediate spaces formed by plates and spacer bars on the construction site are preferably filled with insulating material, in particular with pourable insulating material.
  • FIG. 1 is a perspective schematic sectional view of a component of a system according to an embodiment of the present invention
  • FIG. 2 shows a sectional front view of the component, the cutting line extending through an expanding pin
  • FIG. 3 shows a perspective view of an exemplary wall and ceiling construction which is made from structural elements shown in FIGS. 1 and 2;
  • FIG. 4 shows a plan view in the direction of arrow IV in FIG. 3
  • FIG. 5 is a partially sectioned view in the direction of arrow V in FIG. 3;
  • Figure 6 is a perspective view of a corner element of the system.
  • FIG. 7 shows a sectional front view of the component, in which geometric relationships are drawn.
  • FIG. 8 is a sectional front view of a further component, in which geometric relationships are drawn.
  • FIG. 1 show a system according to an embodiment of the present invention which can be used to erect building walls, ceilings and / or roofs.
  • the system comprises, as main components, a large number of identically designed first components 1, a large number of identically designed second components 2, base strips 3 and corner elements 4.
  • Figures 1 to 3 show views of a first component 1.
  • This comprises two elongated, essentially rectangular plates 6 and 7 arranged at a distance A from one another, the outer main plate surfaces 8 of which form outer surfaces of the structural element 1 extending parallel to one another two spaced apart spacer webs 9, which extend in the plate longitudinal direction between the two plates 6 and 7 and connect them to one another.
  • the component 1 has a depth T which is preferably in the range from 100 mm to 350 mm.
  • the panels 6 and 7 in the present case have a uniform panel width B and a uniform panel thickness S.
  • the panel width B is preferably in the range from 200 mm to 400 mm, the panel thickness S preferably in the range from 8 mm to 15 mm.
  • the plate length L is at least 2,200 mm, preferably we least 2,400 mm.
  • the plate length L of the plate 6 is greater than that of the plate 7, so that the plate 6 protrudes on one side from the plate 7 by an amount that preferably corresponds to the depth T of the second components 2, see FIG Form-fitting attachment of a first component 1 to an adjacent first component 1, each panel longitudinal edge 10 of panels 6 and 7 is provided with a recess 12 forming a step 11 and extending over the entire length of the corresponding panel longitudinal edge, the recesses 12 being complementary to one another are formed, have a constant cross section in the longitudinal direction of the plate and have a recess depth t which, starting from the corresponding longitudinal edge 10 of the plate, increases continuously in the inward direction in the present case.
  • each recess 12 forms an angle a in the range from 4 ° to 18 ° with the outer main plate surface 8, preferably an angle a in the range from 4 ° to 12 °, in particular an angle a in the range from 7 ° to 10 °.
  • the two plates 6 and 7 are offset from one another in the direction of their plate width B, the width b of the recesses 12 corresponding to the offset that the plates 6 and 7 have in the direction of their plate width B.
  • FIGS. 7 and 8 show the geometrical relationship which results in the angle ⁇ .
  • two components 1, 2, as shown in FIG. 2 can simply be connected to one another in a latching manner within the scope of a pivoting movement. Thanks to the elasticity of the material and the groove bases 13 arranged one on top of the other like a wedge, weather-related and / or thermal expansions can be compensated.
  • the spacer webs 9 are connected to the respective plates 6 and 7 using slot wedges 14, with other types of connection also being possible in principle.
  • the plates 6 and 7 are presently also connected to one another using Sp Drstif th 15 arranged between the spacer webs 9, whereby the first components 1 are given a very high overall stability.
  • the edges of two steps 12 opposite one another in the direction of the depth T of the component 1 are advantageously provided with a sealing tape 16 which extends over the entire length of the edge.
  • the longer plate 6 of the first component 1 is on her
  • the first end face 17 is provided on the outside with a bevel 18 extending over the entire plate width B, while the first end face 17 of the plate 7 is flat.
  • the second end faces 19 of both plates 6 and 7 are provided with recesses 20 facing one another and extending along the entire plate width B of the plates 6, 7.
  • the lower end face 19 of the plate 6 has a downwardly protruding projection 21 that is complementary to the bevel 18.
  • the first component 1 serves to erect a building wall 22.
  • FIGS. 1 to 3 The structure of the second component 2 shown in FIGS. 1 to 3, which is used to erect a building ceiling 23, essentially corresponds to that of the first component 1, which is why FIGS. 1 and 2 show both the first component 1 and the second component 2 , because the selected cross-sectional views are identical.
  • the plates 6 and 7 of the component 2, as shown in FIG. 3, are of the same length.
  • plates 6 and 7 of component 2 are longer than those of component 1 in order to be able to completely span a previously selected room width.
  • the end faces 17 and 19 of the plates 6 and 7 are each flat.
  • the base strips 3 have a width corresponding to the distance between the plates 6 and 7 of the components 1 in the region of the depressions 20. They comprise a flat underside 24. A centrally positioned, longitudinally extending, upwardly projecting shoulder 25 is provided on the upper side, the width of which corresponds to the distance A between the plates 6 and 7. Correspondingly, the end faces 19 of the components 1 provided with the depressions 20 can be placed on the shoulder 25 in a form-fitting manner. Alternatively, however, it is also possible, for example, for all of the end faces 17 and 19 of the plates 6 and 7 of the first component 1 to be flat. form, that is to say without a bevel 18 and without recesses 20.
  • the base strip can have a rectangular cross section with a width which corresponds to the distance A between the plates 6 and 7.
  • the corner elements 4, one of which is shown in Figure 6, have four plates 6, 7, two of which are arranged in an L-shape and the L-shaped arrangements are connected to one another using spacer bars 9.
  • the positioning, the length L and the thickness S of the plates 6 and 7 are adapted to the positioning, the length L and the thickness S of the plates 6 and 7 of the first structural elements 1.
  • the free longitudinal panel edges 10 of the corner elements 4 are arranged and designed complementary to the longitudinal panel edges 10 of the first structural elements 1 in such a way that two structural elements 1 can be detachably connected to one corner element 4.
  • the angle between the plates 6 is reinforced with a square timber 26 to increase the strength of the corner element 4.
  • the respective connections between the plates 6, 7, the spacer webs 9 and the squared timber 26 are implemented in the present case analogously to the first structural element 1 by means of slot wedges 14 (not shown in detail in FIG.
  • the plates 6, 7, the spacer webs 9, the slot wedges 14, the expanding pins 15 and the squared timbers 26 in the present case all have wood, the plates 6, 7 and the spacer webs 9 being made from chipboard.
  • a baseboard 4 is mounted on the substrate 27, in particular using fastening screws and associated dowels that are not shown in detail.
  • a first of the first compo elements 1 is set with its second end faces 19 first on the baseboard 3, the longer plate 6 being arranged facing outwards.
  • further first components 1 are mounted in the same way until the desired length of the building wall 22 is reached.
  • Corners which connect two building walls 22 arranged perpendicular to one another are implemented using corner elements 4, even if this is not shown in FIG.
  • the corresponding baseboards 3 can be mitred for the corner area.
  • the spaces formed by plates 6, 7 and spacer bars 9 can be filled with insulating material on the construction site, in particular with a pourable insulating material.
  • the second components 2 are mounted to erect the building ceiling 23 by simply placing them on the first end faces 17 of the first components 1 mounted opposite and connecting them to one another in a form-fitting manner in the manner described above.
  • the corresponding building walls 22 are then reassembled in the manner described above.
  • the projections 21 of the panels 6 of the first components 1 grasp into the chamfers 18 of the panels 6 of the first components 1 arranged below.
  • the building ceilings 23 and possibly a building roof using the system according to the invention there is no A crane is required because all the components of the system can be handled manually by one or, if necessary, two people due to their comparatively low weight.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Physics & Mathematics (AREA)
  • Electromagnetism (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Wood Science & Technology (AREA)
  • Finishing Walls (AREA)
  • Load-Bearing And Curtain Walls (AREA)

Abstract

La présente invention concerne un système destiné à ériger des parois (22), des plafonds (23) et/ou des toits de bâtiments, ledit système comprenant une pluralité d'éléments structuraux (1, 2) identiques qui comprennent dans chaque cas au moins deux panneaux (6, 7) longitudinaux, conçus de manière sensiblement rectangulaire et présentant une largeur (B) unitaire, panneaux dont les surfaces principales extérieures (8) s'étendent parallèlement l'une à l'autre et forment des surfaces extérieures de l'élément structural (1, 2), et des entretoises d'espacement (9) qui relient les panneaux (6, 7) entre eux. Pour fixer l'élément structural (1, 2) par complémentarité de forme de manière détachable sur des éléments structuraux (1, 2) agencés de manière adjacente, chaque chant longitudinal de panneau (10) est doté d'un évidement (12) s'étendant sur toute la longueur du chant longitudinal de panneau (10), lequel évidement forme un gradin (11), les évidements (12) étant conçus de manière complémentaire, présentant une section transversale constante dans la direction longitudinale de panneau et une profondeur d'évidement (t) qui augmente à partir du chant longitudinal de panneau (10) dans la direction allant vers l'intérieur; les évidements (12) qui s'étendent le long d'une première face longitudinale de l'élément structural se font mutuellement face et les évidements (12) qui s'étendent le long de la seconde face longitudinale d'élément structural située à l'opposé s'éloignent les uns des autres, et les panneaux (6, 7) sont décalés les uns des autres dans la direction de leur largeur (B).
EP20833707.1A 2020-01-07 2020-12-18 Système et procédé pour ériger des parois, des plafonds et/ou des toits de bâtiment Active EP4087984B1 (fr)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
DE102020100137.1A DE102020100137A1 (de) 2020-01-07 2020-01-07 System und Verfahren zum Errichten von Gebäudewänden, -decken und/oder -dächern
PCT/EP2020/087122 WO2021140009A1 (fr) 2020-01-07 2020-12-18 Système et procédé pour ériger des parois, des plafonds et/ou des toits de bâtiment

Publications (3)

Publication Number Publication Date
EP4087984A1 true EP4087984A1 (fr) 2022-11-16
EP4087984C0 EP4087984C0 (fr) 2023-11-22
EP4087984B1 EP4087984B1 (fr) 2023-11-22

Family

ID=74186633

Family Applications (1)

Application Number Title Priority Date Filing Date
EP20833707.1A Active EP4087984B1 (fr) 2020-01-07 2020-12-18 Système et procédé pour ériger des parois, des plafonds et/ou des toits de bâtiment

Country Status (3)

Country Link
EP (1) EP4087984B1 (fr)
DE (1) DE102020100137A1 (fr)
WO (1) WO2021140009A1 (fr)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116290454B (zh) * 2022-09-09 2023-08-22 中建五局(烟台)建设工程有限公司 一种装配式砌块墙体及墙体施工方法

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE8900698U1 (de) * 1989-01-23 1989-04-20 Schacht, Peter, 8222 Ruhpolding Mehrschichtiger Holzbalken
DE10110798C2 (de) * 2000-07-11 2003-09-25 Heinz Hartmann Holzbauelement zur Erstellung einer Holzklimawand sowie Holzklimawand unter Verwendung der Holzbauelemente
US20020134041A1 (en) * 2001-03-21 2002-09-26 Dennis Lofstrom Wall construction system
RU2007132423A (ru) * 2007-08-27 2009-03-10 Евгений Иванович Гудилин (RU) Сборная строительная конструкция из продольных элементов и продольный элемент (варианты) для сборки этой конструкции
IT201700004152A1 (it) * 2017-01-17 2018-07-17 Cubelam Srl Struttura di parete in materiale ligneo

Also Published As

Publication number Publication date
EP4087984C0 (fr) 2023-11-22
DE102020100137A1 (de) 2021-07-08
WO2021140009A1 (fr) 2021-07-15
EP4087984B1 (fr) 2023-11-22

Similar Documents

Publication Publication Date Title
DE2635597C2 (de) Verfahren zum Trockenlegen feuchter Mauern
DE1534692B2 (de) Mehrschalige Wand
EP0560013A1 (fr) Panneau en bois
WO2021140009A1 (fr) Système et procédé pour ériger des parois, des plafonds et/ou des toits de bâtiment
EP3488058B1 (fr) Système de construction, en particulier bâtiment residentiel ou bureaux
DE3529619A1 (de) Betonplatte mit waermedaemmung fuer den hoch- und tiefbau und verfahren zu ihrer herstellung
DE102020112180A1 (de) Verfahren zur Ausbildung einer Innenecke zwischen wenigstens zwei winklig aneinander angrenzenden Bauplatten eines Wandaufbaus, insbesondere eines Wandaufbaus eines in Holzrahmenbauweise oder Holztafelbauweise gefertigten Fertighauses
AT520334B1 (de) Mauerstein
DE3490029T1 (de) Schalungssystem
EP0026495A2 (fr) Jeu de profilés pour la fixation d'une infrastructure de panneaux de revêtement à une façade
WO2017046365A1 (fr) Élément de construction plat, plaque de renforcement, module de bâtiment, module de cage d'escalier et bâtiment à plusieurs étages
DE102022131325B4 (de) Anordnung von Schalungselementen
DE3426653A1 (de) Dachgaube
DE29612763U1 (de) Holzhaus und zu dessen Herstellung bestimmte Wandtafel
AT525991B1 (de) Satz von Bauelementen für ein aus Holz gefertigtes Gebäude
AT524994B1 (de) Bausatz für ein Gerätehaus
DE4403242C2 (de) Wände für ein mehrgeschossiges Bauwerk
DE3239830A1 (de) Verbindung von zwei uebereinander anzuordnenden wandelementen
EP1437450A1 (fr) Elément de construction de paroi
DE3735310A1 (de) Wandkonstruktion in skelettbauweise sowie verfahren zur herstellung einer wandkonstruktion in skelettbauweise
DE10046138C2 (de) Fertigmodul für Gebäudeetagen eines Hauses und Verfahren zur Herstellung und Aufbau von Gebäudeteilen aus Fertigmodulen
AT405660B (de) Gebäude
EP3067483B1 (fr) Montage de mur pour un système de bâtiment, en particulier un immeuble d'habitation
DE2804637A1 (de) Vorgefertigtes bauteil zur verwendung im bauwesen
DE29811283U1 (de) Dachgaubenkonstruktion

Legal Events

Date Code Title Description
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: UNKNOWN

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE INTERNATIONAL PUBLICATION HAS BEEN MADE

PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: REQUEST FOR EXAMINATION WAS MADE

17P Request for examination filed

Effective date: 20220629

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

DAV Request for validation of the european patent (deleted)
DAX Request for extension of the european patent (deleted)
GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: GRANT OF PATENT IS INTENDED

RIC1 Information provided on ipc code assigned before grant

Ipc: E04B 2/02 20060101ALN20230517BHEP

Ipc: E04C 2/34 20060101ALI20230517BHEP

Ipc: E04B 2/00 20060101ALI20230517BHEP

Ipc: E04B 1/61 20060101ALI20230517BHEP

Ipc: E04B 5/02 20060101ALI20230517BHEP

Ipc: E04C 2/38 20060101ALI20230517BHEP

Ipc: E04C 2/36 20060101ALI20230517BHEP

Ipc: E04C 3/12 20060101ALI20230517BHEP

Ipc: E04B 5/12 20060101ALI20230517BHEP

Ipc: E04B 2/70 20060101ALI20230517BHEP

Ipc: E04B 1/10 20060101AFI20230517BHEP

INTG Intention to grant announced

Effective date: 20230606

GRAS Grant fee paid

Free format text: ORIGINAL CODE: EPIDOSNIGR3

GRAA (expected) grant

Free format text: ORIGINAL CODE: 0009210

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE PATENT HAS BEEN GRANTED

AK Designated contracting states

Kind code of ref document: B1

Designated state(s): AL AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HR HU IE IS IT LI LT LU LV MC MK MT NL NO PL PT RO RS SE SI SK SM TR

REG Reference to a national code

Ref country code: GB

Ref legal event code: FG4D

Free format text: NOT ENGLISH

REG Reference to a national code

Ref country code: CH

Ref legal event code: EP

Ref country code: DE

Ref legal event code: R096

Ref document number: 502020006159

Country of ref document: DE

REG Reference to a national code

Ref country code: IE

Ref legal event code: FG4D

Free format text: LANGUAGE OF EP DOCUMENT: GERMAN

U01 Request for unitary effect filed

Effective date: 20231204

U07 Unitary effect registered

Designated state(s): AT BE BG DE DK EE FI FR IT LT LU LV MT NL PT SE SI

Effective date: 20231213

U20 Renewal fee paid [unitary effect]

Year of fee payment: 4

Effective date: 20231213

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20240223

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20240322

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20240322

Ref country code: GR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20240223

Ref country code: ES

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

PGFP Annual fee paid to national office [announced via postgrant information from national office to epo]

Ref country code: CH

Payment date: 20240220

Year of fee payment: 4

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: RS

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

Ref country code: PL

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

Ref country code: NO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20240222

Ref country code: HR

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: SM

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

Ref country code: SK

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

Ref country code: RO

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

Ref country code: CZ

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

REG Reference to a national code

Ref country code: DE

Ref legal event code: R097

Ref document number: 502020006159

Country of ref document: DE

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: MC

Free format text: LAPSE BECAUSE OF FAILURE TO SUBMIT A TRANSLATION OF THE DESCRIPTION OR TO PAY THE FEE WITHIN THE PRESCRIBED TIME-LIMIT

Effective date: 20231122

PLBE No opposition filed within time limit

Free format text: ORIGINAL CODE: 0009261

STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: NO OPPOSITION FILED WITHIN TIME LIMIT

REG Reference to a national code

Ref country code: IE

Ref legal event code: MM4A

PG25 Lapsed in a contracting state [announced via postgrant information from national office to epo]

Ref country code: IE

Free format text: LAPSE BECAUSE OF NON-PAYMENT OF DUE FEES

Effective date: 20231218